Hi there, I have problem with slope stability calculations of tailing dam. I carried out the calculation with the use of different methods and I got the resulting factor of safety as follows: 1.74 for Morgenstern-Price method 1.51 for stress based method 1.4 for strength reduction method Why theses results are so different…
I am performing a seepage analysis of an embankment dam and have a question about the downstream boundary condition. I am using a potential seepage face boundary condition since tailwater is unknown. Is it appropriate to extend the potential seepage face down the right side of the model as a far field boundary condition or…
On giving a constant Gmax as an input parameter, there is a range of values that could be observed for G (equivalent). What exactly is this G (equivalent) ?
I'm running a seepage model and I'm getting some circles and crosses in the result, I think the red crosses mean issues with convergence, but what means the transparent circles? are the crosses really convergence problems?
Hola a todos Tengo un problema al representar las tomografías en la sección 3D. El caso es que salen en coordenadas geográficas decimales y no reconoce ese formato, por lo que se tiene que poner la coordenada del primer punto a mano. El problema es que no encuentro la manera de girarla, ya que sale en orientación N-S.…
The fos of safety before rainfall is less than 1 but after rainfall its increasing near to 1.5 please help me out...where i am making mistake
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How to set the custom param in Slope/w in Draw Graph. I am try to set the param in Add-ins with the method below: SetParam(Gsi.DataParamType.eCustomParam1, strength) but the geo failed to exacute.
I did the slope stability analysis to calculate the FOS of the upstream and downstream of the earth dam using five methods. I got very different values for Janbu generalized methods compared to other methods. Could someone tell me the possible reasons for this? see the attached image.
Hi,I hope you are doing well. I simulated a SEEP/W model that takes into account a boundary condition of recharge, where there is an interaction between climate and soil in one dimension. After the simulation, it appears that in node 16, the surface is affected by evaporation, but the node 15, located near the surface, is…
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